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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED' <br />STEEL REINFORCING IN GROUTED <br />— <br />e r <br />•�y <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE ANDfL <br />'• '•. y .. . ....•, <br />0 G SPACING REQUIREMENTS <br />T <br />SPACING REQUIREMENTS <br />, _' <br />:. <br />1 tI �Ii ' ' _ <br />/) <br />GARAGE DOOR <br />m LLI <br />co <br />Lu <br />lv + .'. • <br />RECESS <br />U <br />J <br />cr <br />N Q <br />I: .!_r` <br />• FM—� <br />g�ul�c <br />0: tall Z 6' CMU WALL <br />O <br />8" CMU WALL <br />• . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W LU <br />g• <br />O io - <br />Z <br />IN FOUNDATION WITH 30" LEG EACH <br />• WAY AT ALL CHANGES IN DIRECTIONS <br />LL <br />-0,„ <br />­0 L <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />CURB FOR <br />SEE SLAB SCHEDULE <br />• a BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB ^ 4" CHAMFER (1STORY) <br />N3 ,6• <br />�I /�� <br />M <br />- <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />(�.� .I� <br />' P. LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />•' <br />MASONRY <br />UNITS SET <br />Zip AT ELEV' <br />W/ 1/7' ISOLATION 6' CHAMFER (2STORY) <br />! <br />JOINT(WHERE if4 24•' <br />W/ 1/7' ISOLATION Ili ! <br />4" CHAMFER (1-STORY) <br />6' CHAMFER (2-STORY) <br />0'-0" <br />APPLICABLE) Z SEE SCHEDULE il5 30"14 <br />�. <br />JOINT (WHERE: •! i <br />APPLICABLE) 2 <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE (EAST <br />AND BAR QUANTITY #6 <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile, 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 3/4"=1'-0" <br />2 6QALE:3/4"=,'�" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE <br />@ GARAGE <br />3 <br />4 ---- <br />SCALE: 3/4"=1'-IP' <br />SCALE: 314"=1'-0" <br />Z (1) #5 REBAR VERTICALLY W/ CONC. <br />f U POURED CELL <br />0 a 8"CMU <br />0: to <br />LAP TOP PLATE A MIN. OF 49' -- ----__ <br />AND NAIL W/ 16d COMMON <br />¢ a 04 REBAR 024" O.C. 0 CENTER OF <br />NAILS, 2•R4"BTM. VERIFY HEIGHT <br />OF WALL W/PLAN <br />w � g SLAB <br />ER STUD <br />LAP TO OCCUR CUR OVER <br />Q0Q <br />? K Z LiWu <br />sl W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />a O <br />5 In I <br />WALL W/ SYP <br />x'!j I <br />2" CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SECU1/7�191RE <br />GALVANIZED PIPE <br />O a SECURED W/2-PART <br />SPACING. SINGLE BTM. PLATE <br />WEDGE ANCHOR W/ 2" <br />W/FLANGE 0 BASE <br />d I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />EPDXY 5-1/7' EMBED. MIN. 16' OC <br />• °• <br />Q S FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX <br />iv I '• "GONG., REINF. W/ <br />M <br />= <br />N I SPECIFICATIONS FOR <br />USE AND <br />BTM AND TOP PLATE <br />J N6" #10 VWVM ON <br />S • ? <br />SECURE FLANGE TO <br />= <br />F- PREPARATION OF <br />ANCHORS W/ 10d x 1 tl7' <br />W 6-MIL POLY ETHYLENE <br />SLAB W/(4) ,/4" X 21/4" <br />t, v HOLE. <br />COMMON NAILS FILL ALL <br />W <br />W_ VAPOR BARRIER ON <br />W <br />�� -� <br />TAPCONS <br />Z <br />HOLES, DO NOT USE 10d <br />• WELL -COMPACTED <br />x 3'm SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />b O O} <br />fx <br />Q <br />TREATMENT SHALL BE <br />BORA-CARE <br />�QQ' <br />Q- <br />[SEE <br />+_ 0' <br />TOP OF SLAB 4 <br />(2)CON T. #4 REBAR <br />` • <br />4" CHAMFER (1-STORY) <br />Y, <br />' <br />• f <br />6' CHAMFER (2-STORY)•_' <br />4.�:.. <br />'�yF�° <br />(2) #5 REBAR ON CHAIRS <br />• i � tam .. <br />17MIN. DEPTH INTO Z 2,000 PSF VIRGIN SOIL OR 95% <br />SCHEDULE <br />EQ. EQ. -FIR <br />COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL � <br />�' U <br />R WXD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'S" PER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />6QALE: 3;4„=,'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />c — <br />V <br />FOOTING W/ BLOCK WALL <br />SCALE:34"=1'(7' <br />SCALE: 3/4"=11-0" (W/ UPLIFT) <br />1 A <br />SCALE: 3/4"=T-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2•ROWS, 4" O/C BTM. �— VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2X4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING, SINGLE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />m W <br />SLAB W/10d MASONRY <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />NAIL 16, O/C STAGGERED. <br />CONNECTORS NOT <br />y <br />ADDITIONAL METAL <br />0 to 6' CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />M 2 <br />RED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />6' CMU FILLED CELL(TYP.) <br />OF SLAB• <br />W'TOP <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULESEE <br />2X WALL FRAMING <br />1pOu0.C <br />SLAB SCHEDULE <br />10DIA. SIMPSON ST82 BOLTS 5" <br />0•_0^+- <br />-0"MINIMUMEMBEDMENT <br />INTO <br />POF SLAB <br />TOp OF SLAB <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL• 4" FROM ENDS AND <br />;A . <br />• CENTERED UNDER WALL AND <br />i6' . VERTICALLY MAX <br />i-' •�.• °.:a'� <br />• <br />POURED MONOLITHICALLY WITH <br />.# <br />„ - - FOUNDATION AND SLAB <br />• <br />° SEE SCHEDULE <br />' .� <br />„s� <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />.'• <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />EQ. EQ._---SEE SCHEDULE <br />AND BAR QUANTITY <br />FOR WXD, BAR SIZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />n <br />`� SCALE:3/4"=1'-0 <br />(NO UPLIFT) <br />&221!�[G <br />SCALE 3/4' 1'-0" <br />11 SCALE: 3/4"=1'-0' <br />(NO UPLIFT) <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.a bdeslangroup.tx"n <br />AA #: 0003328 <br />,III <br />H <br />F <br />sumxV. ae IAT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #9 <br />PRO$WT <br />04181, 00t 03091 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />OARAZZ BWDIG: <br />RIGHT <br />PALM <br />DETAILS <br />%160 VRH E <br />